Plans `q 1
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APPROVED n. �.s.., n..e ..,. , Load Table
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Dimensions Fasteners DFr'SP Allowable Loads' i SF
• Y, - ', P No. ; r Carrying Carried Uplift' :Upli I Floor Snow Roal • Wind I Uplill: Uplift
. 5' I t' 1 N B iF Member Member (133) + (160) ! (1001 (115) 1 (12.5) ; (133) (133),, (160)
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/ - a . . e N y: '' a " • ' n , I -h ,, .. 2_ t:)r, 2 -1i)d ";!()f) 310 1 q.:5 9,,,, 4:.:: 9z,', ( • G
' ^ UT`^1( 1 e ,. i !; t r.!•• 2 -11:+ I 1 -if I !sill (,2 1 WC) 10211 1(1;.11 ill; , .17i' ;!l:.
t p; _ ?f 1• :r:1: 1.. 1' i, PRONGS + -11' 1 `' . 56) 1 101: I 1 ?( 1 1(I'- r ' •f.:
Existing roof vented 2x10 trusses
' -- i 7r ? 0 0 1 ji_ I 1 i; f
24(41 center f ; PF-152 6 L 1 1, :..;' !, •.- 1'. 1 ''r. 2- 1 �� 2-10d 7 X10 j 9:71'..) • F. ;)5 C-1 . 9::111 :3 •
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8.. • 1 -314" wide x 1 -3/4" deep slot accepts 2" thick (1 - 1/2" net)
' 3 ` 4 " lumber horizontally
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� � ► , . 3 -3./4" square x 1 -3!4" deep socket on Pier top accepts
PA 7- A• 4 "x4" (3 -1!2" x 3- 1,•'2" net) posts vertically
1 . 42 - per block average -
Existing . Block accepts all lumber species and surfaced sizes
gutter O P.'
f " currently manufactured in the U S
App
. Blocks allow for lumber attachments in parallel and/or
High density R30 perpendicular configurations
O ; insulation —• . 6" distance from bottom of block to bottom of lumber slot
t %gypsum wall board finished out to paint ;' � L_ � ' • t . Block porosity wicks moisture from slot, lumber to ground
:exterior cdx V-
/ r `% ' . Each block is manufactured from 5.000 psi concrete to
plywood ' 6.. 5 ensure the greatest strength and durability
r •i
F - R15 insulation • + 11'= �
L' I \ • 8 studs 16" of +
center
1x8 • . Simpson brackets 16" off center
Cedar siding to • -. / 2x8
match
l.4
1 1/4 plywood R30 insulation 23LF >
- 1 -
' - - - - =• 2x4 stud
Simpson ison PF26
2x6 ph resre vapapor , a le detail • : 1 � 1 11 L
treated with 1 11 ' 1 T11 1.1 1' 11'
h vor __ -- - tail
barrier _ ��� - -
concrete o �`IiZ�` I 3'.5"
Existing 6" x 18" • - -- — —, -_ - - u _ ^_ . - - I
i Ix8"- pres -1 -! I• - i
foundation %: dia I ,
x10ab6 "ocmax �I � d • 12 i ■ .. , /
cont r f \ LF ' ,
• 110■11%•\ .••__,),
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E i isting foundation -- _. I
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4 within top 12" of wall i 3 . 5 w i , I "
e :_ -_ ,
Alki extends minimum of " into stem wall, Ele hant feat + '
standard hook 4" of center 14 p °— �� ° �- �- �— �— T
#4 3" from bottom of footing bl to deck + � rc L _ _ _ _ J
Leeway and double poor joint I ) I !
6 mil vapor Pressure treated lumber 8" from grow d non pressure _ ti - - .: ,
barrier treated lumber 12" from ground Simpson brae et 16" of center
T of A ')' i �
•
•
Final inspection approval is
required prior to occupancy.
•
// l Hi
!if
Approved plans
Shall be on job site.
•
CITY OF TIGARD
LIABILITY Approved
Conditionally Approved ( )
The City of Tigard and its For only we w$� rib din:
employees shall not be PERMIT NO I�r 6 ):
See Letter to: Follow 4 responsible for discrepancies Alta ' }which may appear herein. Job Address• Q A �'�''�'�1 � - ' B � Date: � �+
s-n EA/ci.0s�.� FED
io S�g OZ& /' 0 441 /Yo oH
OFFICE COPY
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AI 64 ‘li), cfiL it l R'Ici MAY 1 42008
CITY OF ` IG ,ii
BUILDING D vIsICIV
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10 etect oUttgts
New 1
Existing foundation■ /\
• New ceiling
• 0 23 o canned lights - 4
New 5x5 vinyl 1. J sliding window \ O
to meet code Bracing td New 5x5 vinyl
o between studs — sliding window
! for wind sheer to meet code
q C — at exterior \
\ N walls
Standard steel
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exterior door "
s o ?' from structure
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9 s� ^ to meet code tO
K ci'quirements .. f° `�
. fo 2ft Existing 110
'; outlet and " - move exists 9
, p`' • 4.-- 1. / over h- .ar1light
•ncretestai
''i' Vi + ; , ♦ Existing 2x4 sttu re- -�
i • Existing door to
• ' r ! �� Existing ReenoClosend Blue room to remain
F'
Structure • existing Blue room Ex isting
Oran e window area with
g 2x4 —R11 f ence
'; room insulation — 1 /2
E gwb Existing
bathroom
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$K - , lik 4 ; fence
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. ' a. Driveway
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